185   Artículos

 
en línea
Ahlam A. Abbood, Nazar Oukaili, Abbas A. Allawi and George Wardeh    
This study aimed to evaluate the effectiveness of a novel concrete-encased column (CE) using small circular steel tubes filled with cementitious grouting material (GFST) as the primary reinforcement instead of traditional steel bars. The research involve... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Ayman El-Zohairy, Hani Salim, Hesham Shaaban and Mahmoud T. Nawar    
Fatigue in steel?concrete composite beams can result from cyclic loading, causing stress fluctuations that may lead to cumulative damage and eventual failure over an extended period. In this paper, the experimental findings from fatigue loading tests on ... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Ahmed Elgamal and Nissreen Elfaris    
The tunnel boring method (TBM) is a widely used and effective tunneling technology in various rock mass quality circumstances. A ?faulted rock mass? can range from a highly fractured rock mass to a sheared weak rock mass, making the ground conditions cha... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Prem Kumar George, Thirumurugan Varatharajan, Satyanarayanan Kachabeswara Srinivasan, Ibrahim Y. Hakeem and Yasin Onuralp Özkiliç    
Reinforced concrete infilled frames have been studied over the years along with the infilled openings. To resist the lateral loads that are applied on the frames, stress is transferred from the reinforced concrete (RC) to infill, which leads to brittle c... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Ali Shubbar, Mohammed Salah Nasr, Abdullah Kadhim, Tameem Mohammed Hashim and Monower Sadique    
Pavement deterioration is mainly caused by high traffic loading and by increased levels of runoff water resulting from storms, floods, or other reasons. Consequently, this issue can be efficiently solved by employing permeable pavement, such as permeable... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Xiufei Wang, Kun Liu, Mingcai Xu and Hewei Liu    
In this study, a common cruciform structure in ship hulls was designed and experimented with in order to analyze its deformation characteristics under planar collision and quasi-static loading. The mechanical parameters of the materials were determined b... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Jeong-Hun Kim, Markumningsih Sri, Seok-Joon Hwang, Moon-Kyeong Jang, Seung-Jun Kim, Yun-Jeong Yang and Ju-Seok Nam    
In this study, to evaluate the safety of the fastening device, which is a vulnerable part of the agricultural by-product collector, the stress in fastening devices was measured, and the operational and driving safety were analyzed by deriving the static ... ver más
Revista: Agriculture    Formato: Electrónico

 
en línea
Wei Cai, Zhihui Zhou, Xudong Qian, Dongfeng Cao, Shuxin Li, Ling Zhu and Haixiao Hu    
A reliable finite element procedure to simulate shear-dominated ductile fractures in large-scale, thin-walled steel structures is still evolving primarily due to the challenges in determining the failure criterion of metal materials under complex stress ... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Marame Brinissat, Richard Paul Ray and Rajmund Kuti    
This paper presents the results of a recent field test carried out before the opening phases of the Szapáry motorway bridge across the Tisza River in central Hungary. The evaluation test was based on static and dynamic load tests that provided informatio... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Stian H. Sørum, Nuno Fonseca, Michael Kent and Rui Pedro Faria    
Fibre ropes offer beneficial properties for mooring of floating offshore wind turbines (FOWTs). However, the mooring line?s stiffness is both load-history and load-rate dependent. A quasi-static stiffness is observed for slow loading, with a higher stiff... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

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